DIME - Test Summary

Summary for Test 2023-01-26-37-4

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 993333 DEA: 04264724 EFIS: 0419000068
DIST-CO-RTE-PM	04-MRN-101-R20.8/27.1
Award Date	04/26/2022
Closeout Date	Not set
Work Description	CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description	MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level	1 (Verified on 11/01/2021)

Sample Taken Date	01/26/2023	Sample Unique Key	37
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	01/26/2023
Sample type	Quality Control	A brief description of the sample	3728LV
The quantity of what the sample constitutes	27	From where was the sample collected	Supplier
First name of sampler or witnessed by	Roland	Last name of sampler or witnessed by	Ocansey
Title of sampler	Lab Technician	Telephone number of sampler
Laboratory sample identification	L230082	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shamrock Petaluma	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	RTE 101 Near Olive St Bridge Deck	Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Shamrock Petaluma
The fabricator's/manufacturer's product name for the sample	3728LV	The fabricator/manufacturer designation for the sample	3728LV
The plant number		A detailed description of where the material sample was collected	suppplier
Where the material sample would have been placed if not sampled	In Concrete	Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-01-26-37

DIME Test ID: 2023-01-26-37-4

Testing Lab: Pavement Engineers

Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent

Test Release Date: 2023-01-30

Number of tests: 3

Input Type: Calculated

Tester's full name: Roland Ocansey

Date of test: 01/27/2023

Temperature correction: 0

Temperature of solution: 73

Clay reading (test 1): 6.1

Sand reading (test 1): 4.9

Clay reading (test 2): 4.8

Sand reading (test 2): 4

Clay reading (test 3): 5.3

Sand reading (test 3): 4.3

Sand equivalent (test 1): 81

Sand equivalent (test 2): 84

Sand equivalent (test 3): 82

Sand equivalent before temperature correction: 82

Sand equivalent after temperature correction: 82

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/30/2023 ✔